Compound-mode crack propagation law of PMMA semicircular-arch roadway specimens under impact loading
Chengxiao Li
Dongming Guo
Yuantong Zhang
Chen An
School of Mechanics and Civil Engineering,China University of Mining and Technology-Beijing,Beijing 100083,China
摘要：An underground roadway usually contains defects of various types,and when the roadway is subjected to external loading,the locations of those defects influence the roadway by differing degrees.In this study,to study how the locations of defects affect crack propagation in a roadway,specimens with tunnel-type voids were made using polymethyl methacrylate,and the stress wave produced by a bullet impacting an incident rod was used as the impact load.Meanwhile,the variations in crack speed,displacement,and dynamic stress intensity factor during crack propagation were obtained using an experimental system of digital laser dynamic caustics,and the commercial software ABAQUS was used for numerical simulations.From the experiments and numerical simulations,the crack propagation path was verified and the impact fracture behavior of a semicircular-arch roadway with different defect positions was presented.The results show that when the pre-fabricated crack is on the central axis of the sample,the crack propagation is purely mode Ⅰ;when the pre-fabricated crack is 5 mm from the central axis,the crack propagation alternates between mode Ⅰ and a mixture of modes Ⅰ and Ⅱ;when the pre-fabricated crack is at the edge of the semicircular-arch roadway,the crack propagation follows the Ⅰ-Ⅱ mixed mode.
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论文发表日期：2021-12-28
在线出版日期：2025-08-15（本平台首次上网日期，不代表文献的发表时间）
页数：14( 1302-1315 )
英文信息